Military Engineer Services Tender
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Military Engineer Services - MES Tender
Eprocure
Opening Date28 Sep 2019
Closing Date24 Oct 2019
Tender Amount₹ 22,15,918
Costs
EMD
₹ 58,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_MES_286052_1Bid Award Id
ViewTender No
GE (A) SOG - 49/19-20Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
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Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided for ( reinforcement cut as required to facilitate demolition) complete all as specified and directed by Engineer-in-charge.
1
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Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) and rubbish off the premises complete all as specified and directed by Engineer-in-charge.
180
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Dismantling posts or struts ( wood, steel or RCC) embedded in concrete, brick work etc, any section and any length including taking out embedded portion and making good disturbed ground complete all as specified and directed by Engineer-in-Charge. Note :- Dismantling of existing galvanised iron steel barbed wire/ chain link fencing shall be measured and paid for separately
167
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Dismalting chain link fencing of any description fixed to any type of fencing posts complete all as specified and directed by Engineer-in-charge.
900
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Taking down mild steel gate of any description and of any type area not exc 2.5 sqm each complete all as specified and directed by Engineer-in-charge.
2
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Taking down road sign board area of each sign board not exc 2 Sqm and of height upto 2.5 to 3.00 mtrs and refixing in same location complete all as specified and as directed by Engineer-in-charge.
18
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Taking down cement plaster or cement lime plaster on PCC/stone surface/brick surfaces of walls including raking out joints hacking for key scrubbing down with water etc complete all as specified and directed by Engineer-in-charge.
500
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Taking down chowkat or frame with shutters area not exc 1.5 Sqm each (without taking off the wooden shutters from the frame) including cutting holes for hold fasts and making good disturbed surface with cement mortor or PCC after refixing new chowkats complete all as specified and directed by Engineer-in-charge.
5
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Taking down chowkat or frame with shutters area exc 1.5 Sqm but not exc 4 Sqm each (without taking off the wooden shutters from the frame) including cutting holes for hold fasts and making good disturbed surface with cement mortor or PCC after refixing new chowkats complete all as specified and directed by Engineer-in-charge.
15
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Taking down shutters of any description exc 1 Sqm and not exc. 2 Sqm each complete all as specified and as directed by Engineer-in-charge.
5
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Excavating in post holes (or similar holes) each not exc 0.50 cum in soft / loose soil, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n.exc 25cm, watering, and removing surplus soil to a distance n.exc 50 m and making good surface complete all as specified and directed by Engineer-in-charge.
167
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Excavation in trenches, not exc 1.5 m wide and n. exc 1.5 m depth, or n exc 10 Sqm on plan and n exc 1.5 m in depth for foundations of poles, struts, stays etc. or laying underground cable and water supply / sewage pipe line etc. in soft / loose soil & getting out including taking out old brick or precast cable cover complete all as specified and directed by Engineer-in-Charge.
150
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Returning, filling in, including spreading, leveling watering and well ramming in layers n.exc 25 cm in soft/loose soil complete all as specified and directed by Engineer-in-charge.
135
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Removal of excavated soil/ material to a distance not exc 50 metre and depositing where directed at a level not exc 1.50 metre above the starting point complete all as specified and directed by Engineer-in-charge.
40
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Supply only integral water proofing compound (ISI marked) complete all as specified and directed by Engineer-in-charge.
75
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M & L for PCC (1:3:6) typeC-2 using 40mm graded stone aggregate as in foundation for stays & mass concrete including necessary form work and fair finishing complete all as specified and directed by Engineer-in-charge
22
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M&L for PCC 1:5:10 type D2 using 40 mm graded crushed stone aggregate in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-charge.
7
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M&L precast cement concrete (1:2:4) type B-1 (using 20mm graded stone aggregate) in window or door cills, lintels, brssumers, steps, quoin blocks (for use with masonary), string courses, copings, kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, anchorage blocks, landing cover slabs for manholes, soak wells, septic tanks, chajjas, shelves and simillar articles with plain faces, corbels, brackets, etc (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc including necessary form work, placing in position and set in cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge. Note: - Reinforcement shall be measured and paid for separately.
10
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M&L for cement concrete 1:2:4, type B-1 (using 20mm graded stone aggregate) as in lintels upto 1.5 metre clear span, cills, steps, siesmic and other similar bands, plinth courses, string courses, lacing courses, coping, parapets and railing upto 60cm height, copings bed block,roof kerbs or mud stops, kerb stone, kneelers, apex stones, bed plates, surface channels and drains, benching, water troughs and the like including weathering, slightly rounded or chamfered angles and throatings etc.including necessary form work complete all as specified and directed by Engineer-in-Charge.
8.5
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M&L for 35mm thick (measured solid) precast cement concrete (1:2:4) type B0 using 12.5mm graded stone aggregate) louvers and jallies, including all mouldings but excluding frame, set in CM (1:4) complete all as specified and directed by Engineer-in-Charge.
80
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M&L for precast reinforced cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in cover slabs of drains, manholes, septic tanks, soakage wells etc. including placing in position and set in CM (1:6) complete all as specified & as directed by Engineer-in-charge.
Note: - Reinforcement shall be measured and paid for separately.
2
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M&L for Brick work with sub class ‘B’ old size burnt bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed by Engineer-in-charge.
5
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M&L for Brick work with fly ash bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:4) complete all as specified and directed by Engineer-in-charge.
66
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M&L for brick work with sub class 'B' brick on edge wall (less than half brick wall) as in sloping wall of drain in cement mortar (1:6) and pointed in cement mortar (1:4) complete all as specified and directed by Engineer-in-charge.
150
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M&L for continuous brick edging (sub class ‘B’) with width equal to the length of brick laid dry on edge vertically including necessary earth work, embedding bricks at depth as indicated and temping around bricks and removal of surplus soil to a distance not exceeding 50 metre and depositing where directed complete all as specified and directed by Engineer-in-Charge. Note : Each row shall be measured and paid separately.
65
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S&F 35mm thick factory made glazed and skeleton shutters made of second class hard wood (Bonsum/Hollock), open rebated and prepared to receive glass, gauze etc (without sash bars) edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass etc., sizes of members of shutters as specified in SSR Part I Section 8 Clause 8.24 (a) kiln seasoned and chemically pressure treated fixed to chowkat complete all as specified and directed by Engineer-in-charge.
6
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S&F 35 mm thick factory made plain framed, panelled shutter (any number of panels) with lock rail and panel of 9mm thick BWP commercial ply or 12 mm thick veneered particle board with commercial veneering on both faces. The size of rail and styles as per IS : 1003 (Part-I), kiln seasoned and chemically pressure treated using second class Hard Wood (Hollock or Bonsum) complete all as specified and directed by Engineer-in-charge.
15
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S&F factory made solid PVC door frame of size 50mm x 47mm made out of 5mm thick plain colour PVC sheet reinforced with MS square tube complete all as specified & shown in relevant drawing of item No. 08095 in MES Schedule (Part-II) and directed by Engineer-in-Charge
20
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S&F 30mm thick factory made solid core PVC door shutter (style) consisting of frame made out of mild steel tubes for top and bottom rails, mild steel frame shall be covered with heat moulded plain colour PVC sheet, 'C' channel having PVC sheet strip of 20mm width stuck inside with solvent cement for styles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail and bottom rail; panelling of plain colour PVC sheet to be fitted in mild steel frame welded/ sealed to the styles and rails with suitable PVC sheet beading and joined together with solvent cement, complete, all as specified & shown in relevant drawing of item No. 08080 in MES Schedule (Part-II) and directed by Engineer-in-Charge.
5
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S&F 200 mm long aluminium anodized barrel tower bolts of extruded section complete all as specified and directed by Engineer-in-charge.
10
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S&F 200 mm long mild steel barrel tower bolt stove enamelled black with bright bolt complete all as specified & directed by Engineer-in-Charge.
50
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S&F 150 mm long mild steel barrel tower bolt stove enamelled black with bright bolt complete all as specified & directed by Engineer-in-Charge.
50
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Supply only 100mm size mild steel butt hinges cold rolled medium weight complete all as specified & directed by Engineer-in-Charge.
99
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S&F Mild Steel 300mm, ordinary rat tail rod patttern springs including roller & roller plate fixed to wooden frame or welded to steel frame complete all as specified and directed by Engineer-in-charge.
6
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S&F 300mm long mild steel sliding door bolts clip type, stove enameled black, with bright bolt not less than 12mm dia with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate complete all as specified & directed by Engineer-in-Charge.
25
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S&F 150mm long extruded aluminium handles, anodised, fabricated type complete all as specified and directed by Engineer-in-Charge
10
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S&F galvanized mild steel wire cloth 0.56 mm nominal dia of wire and average width of aperture 1.18mm and fixed with tinned tacks or galvanized wire staple complete all as specified and directed by Engineer-in-charge.
5
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S&F in repair galvanized mild steel wire cloth 0.56 mm nominal dia of wire and average width of aperture 1.18mm and fixed with tinned tacks or galvanized wire staple complete all as specified and directed by Engineer-in-charge.
15
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S&F mild steel work such as angle iron in posts & struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc., flat iron fillets (for securing wire mesh etc) includingmild necessary welding where required as per site requirement and other similar works complete, conforming to Gde E-165 (Fe 290) complete all as specified and directed by Engineer-in-charge.
4000
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S&F mild steel TMT bars 6 to 8 mm dia and over cut to length, bent to shape required, including cranking, bending spirally or hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed by Engineer-in-charge.
205
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S&F MS screw bolt 11 to 15mm dia, exceeding 50mm but n.exc. 100mm long machine made with hexagonal or square head at one end and screwed the other or screwed both ends each screwed end to be fitted with washer and one hexagonal or square nut complete all as specified and directed by Engineer-in-Charge.
58
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Supply only mild steel galvanized chain link fencing of any mesh, size and type complete all as specified and directed by Engineer-in-charge.
Note:- (i) Flat iron, round bars, nut bolts and washer shall be measured and paid for separately. (ii)The payment shall be made to the contractor for actual weight ascertain by the BOO as odered by GE.
1350
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Fixing only mild steel galvanized chain link fencing any mesh, size and type to any type of standards, rails, straining bolts etc. including provision of binding wire complete all as specified and directed by Engineer-in-charge.
Note :- Supply only chain link fencing shall be measured and paid for separately under replace items of BOQ.
900
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S&F mild steel round bars 10mm dia, cut to length, bent to shape as in tie bar fixed to chain link fencing including necessary welding where required as per site requirement & other similar works conforming to Fe-290 (Gde E-165) complete all as specified and directed by Engineer-in-charge.
1000
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S&F mild steel framed work as in doors / gates / steel frames etc. of angle or other section with gusset plates, rails, braces, etc, complete, drilled for fixing of steel sheeting or other covering including necessary welding etc and fixing in position of quality Fe 290 (Gde E-165) complete all as specified and directed by Engineer-in-charge.
Note : Cost of welding of butt hinges to the door frame deemed to included in quoted rate and butt hinges shall be measured & paid for “Supply only” separately under relevant item of this BOQ
1400
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M&L for steel work as in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS-1161-1979 grade St.-240 including painted with one shop coat of zinc chromate primer paint including preparation of surface at contractor workshop before fabrication complete all as specified and directed by Engineer-in-charge.
200
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S&F galvanized 2 strand, steel barbed wire 2.24mm dia, barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails, straining bolts, including securing or tying at crossing with and provision of galvanized mild steel wire, staples or steel pins etc complete all as specified and directed by Engineer-in-charge.
Note :- Each line of horizontal / vertical / diagonal wire to be measured for the purpose of payment.
25
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S&F pressed steel frames of size 125x60mm for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc complete all as specified and as directed by Engineer-in-charge.
16
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S&F pressed steel frames of size 105x60mm for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc complete all as specified and as directed by Engineer-in-charge.
20
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M&L for machine cut Kota stone slab flooring 18 to 20mm thick (minimum size 550mm x 550mm or size as directed) laid over & including screed bed or bedding layer of 15mm thick in CM (1:6) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and mirror polishing complete all as specified and directed by Engineer-in-charge.
45
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M&L for machine cut Kota stone slab 18 to 20mm thick (minimum size 550mm x 100mm or size as directed), on vertical surfaces such as dado, skirting, raiser of steps etc. laid over & including rendering 10mm thick in CM (1:4) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including cutting, grinding, rubbing and mirror polishing complete all as specified and directed by Engineer-in-charge.
4
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M&L for 50 mm thick PCC (1:3:6) type C1 using 20 mm graded crushed stone aggregate as in plinth protection, finished fair and even complete all as specified and directed by Engineer-in-charge.
Note :- Plinth protection shall be laid to slope (1 in 30) in bays not exceeding 3 metre in length and joints of 6 mm wide and 10 mm deep shall be provided along the wall and bays and same shall be filled with sealing compound grade B. Cost of ceiling compund is included in the unit rate of this item
50
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M&L for 75 mm thick PCC (1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in sub base, finished fair and even complete all as specified and directed by Engineer-in-charge.
850
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M&L for 25mm thick PCC (1:2:4) type B1 using 20mm graded stone aggregate as in flooring, finished even and smooth without using extra cement cement complete all as specified and as directed by Engineer-in-charge.
80
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M&L for non skid ceramic coloured tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm as in floors, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over & including 15mm thick screed bed in cement & sand mortar (1:6) complete all as specified and directed by Engineer-in-charge.
80
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M&L for glazed ceramic coloured tiles 300mm x 200mm x 7mm thick on vertical surfaces such as dado, skirting etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over & including 10mm thick rendering in cement & sand mortar (1:4) complete all as specified and directed by Engineer-in-charge.
100
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S&F factory casted 60mm thick machine pressed cement concrete interlocking paving blocks M-35 having compressive strength not less than 350 Kg / Sqcm using grey cement and no pigment and of shape hexagon/ triangular / zigzag / I-shaped / Three-X etc as directed conforming to IS 15658-2006, laid over & including 25mm thick sand cushion (local tibba sand), laid dry, joint filled with dry sand complete all as specified and directed by Engineer-in-Charge.
300
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S&F factory casted 80mm thick machine pressed cement concrete interlocking paving blocks M-40 having compressive strength not less than 400 Kg / Sqcm using grey cement and no pigment and of shape hexagon/ triangular / zigzag / I-shaped / Three-X etc as directed conforming to IS 15658-2006, laid dry over and including 25mm thick layer of local tibba sand cushining over complete all as specified and directed by Engineer-in-Charge.
350
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M & L for glossy finished chequered cement concrete tiles of size 20cm x 20cm x 25mm thick laid in floors, set and jointed in neat cement slurry and pointed with grey cement and pigment to match the shade of tiles over and including 15 mm thick screed bed or bedding layer of cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.
90
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M & L for glossy finished chequered cement concrete tiles of size 25cm x 25cm x 25mm thick laid in floors, set and jointed in neat cement slurry and pointed with grey cement and pigment to match the shade of tiles over and including 15 mm thick screed bed or bedding layer of cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.
280
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S&F 16 to 18 mm thick dholpur stone (area of each stone not exc 0.25 Sqm) hammer dressed face work (with maximum depression from a straight as held against the dressed surface not exc 20mm) uniform colour as on vertical surfaces set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of dholpur stone fixed with and including one number SS clamps (grade-202) of flat 30mm x 2mm, 150mm long made to shape in each slab, making V groove at top and bottom of stone and drilling hole for hold fastener, polishing, rubbing, silicon treatment over and including 15mm thick rendering in cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge.
100
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M&L for high intensity grade retro reflective 3 M (HP) sheetingn / tape and refixing new retro reflective sheet as per sample and colour approved including writing letters / numerics of height not more than 30 cm and width not more than 30 cm, cut out of retro reflective sheet colour as decided and pasting the same on old stainless steel sheet etc complete all as specified and as directed by Engineer-in-Charge
42
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S&F in repair fibre sheet 2mm thick reinforced translucent plain sheeting with drilling punching corrougation fixed with coach screw and washer etc in angle wall and other necessary item, complete all as specified and directed by Engineer-in-Charge.
42
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M&L for 15mm thick rendering in cement mortar (1:4) on brick walls/concrete surfaces mixed with water proofing compound as per manufacturer’s instructions including finishing the surfaces even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
Note : - Supply only water proofing compound shall be measured and paid for separately under respective item of BOQ.
200
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M&L for 15mm thick rendering in cement mortar (1:4) on fair faced or on other than fair face surface of brick masonary or concrete surface of walls, finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
150
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M&L for 15mm thick rendering in cement mortar (1:6) on fair faced or on other than fair face surface of brick masonary or concrete surface of walls, finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
432
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M&L for 10mm thick rendering in cement mortar (1:3) on brick or concrete surface of ceiling, finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
50
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M&L for preparation of newly plastered surfaces of wall and applying three coats of white wash complete all as specified and directed by Engineer-in-charge.
50
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M&L for preparation of newly plastered surfaces of ceiling and applying three coats of white wash complete all as specified and directed by Engineer-in-charge.
100
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M&L for preparation of newly plastered surface of walls & applying two coats of cement base paint of approved shade/tint complete all as specified and directed by Engineer-in-charge.
1082
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M&L for preparation of old decorated, plastered or pointed surfaces of wall by brooming down or steel wire brushing,scrapping down smoke soot moulds, moss and efflorescent, salts and treating oil & greasy spots etc and applying one coat of white wash complete all as specified & directed by Engineer-in-Charge.
2000
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M&L for preparation of old decorated, plastered or pointed surfaces of ceiling by brooming down or steel wire brushing,scrapping down smoke soot moulds, moss and efflorescent, salts and treating oil & greasy spots etc and applying one coat of white wash complete all as specified & directed by Engineer-in-Charge.
800
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M&L for preparation of old decorated, plastered or pointed surfaces of walls by brooming down or steel wire brushing,scrapping down smoke soot moulds, moss and efflorescent, salts and treating oil & greasy spots etc and applying one coat of cement base paint complete all as specified & directed by Engineer-in-Charge.
6000
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M&L for preparation of old decorated, plastered or pointed surfaces of walls by brooming down or steel wire brushing,scrapping down smoke soot moulds, moss and efflorescent, salts and treating oil & greasy spots etc and applying two coats of cement base paint complete all as specified & directed by Engineer-in-Charge.
Note :- Work will be executed at 12 to 15m of RCC over tank and necessary shuttering, scaffolding arrange by the contractor at his own arrangement. Noting extra shall be paid on this account.
6000
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M&L for complete removal of existing treatment including preparation of surfaces and applying two coats of cement base paint shade/tint on walls complete all as specified and directed by Engineer-in-charge.
500
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M&L for preparation of old decorated, plastered or pointed surfaces of walls by brooming down or steel wire brushing,scrapping down smoke soot moulds, moss and efflorescent, salts and treating oil & greasy spots etc and applying one coat of colour wash complete all as specified & directed by Engineer-in-Charge.
250
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M&L for preparation of new plastered surfaces of any description not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of primer complete all as specified and directed by Engineer-in-Charge.
800
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M&L for preparation of new wooden or wood based surfaces of any description not otherwise described over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and directed by Engineer-in-Charge.
40
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M&L for preparation of old painted wooden or wood based surfaces of any description not otherwise described over 10cm width or girth and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer-in-Charge.
250
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M&L for preparation of new steel surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-charge.
114
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M&L for preparation of old painted steel and iron surfaces of any description not otherwise described over 10 cm width or girth and applying one coat of synthetic enamel paint of approved tint complete all as specified and directed by Engineer-in-charge.
750
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M&L for preparation of new untreated steel and iron surfaces of any description, not exc. 10 cm in width or girth when unconnected with other painting or when painted in a different tint and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engineer-in-Charge
150
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M&L for preparation of new steel surfaces of any description and applying two coats of black bituminous paint complete all as specified and as directed by Engineer-in-Charge
20
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Hacking out old broken glass any thickness, size, quality or description from wooden / metal frame and punching or drilling out old glazing pins/spring clips complete all as specified and directed by Engineer-in-charge.
25
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S&F 3mm thick sheet glass ordinary quality and glazing with oil putty in square not exc 0.5 sqm in each pane complete all as specified and directed by Engineer-in-charge.
22
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S&F 4mm thick figured glass pin head type and glazing with oil putty in square not exc 0.5 sqm in each pane complete all as specified and directed by Engineer-in-charge.
3
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S&F in repair 15mm bore galvanized steel water tubing medium grade with & including all fittings and fixed complete to walls and ceilings or laid in floors / trenches complete all as specified and directed by Engineer-in-charge.
40
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S&F in repair 20 mm bore galvanized steel water tubing medium grade with & including all fittings and fixed complete to walls and ceilings or laid in floors / trenches complete all as specified and directed by Engineer-in-charge.
50
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S&F in repair brass chromium plated shower rose 125mm size suitable for 15mm bore GI pipe or union complete all as specified and directed by Engineer-in-charge.
5
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S&F in repair PTMT grating doom 125mm dia with waste hole (minimum weight 40 grams) complete all as specified and directed by Engineer-in-Charge.
5
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S&F in repair rotational moulded polyethylene water storage tank ISI Marked (cylindrical vertical double layered with closed top) hoisted and fixed in position of capacity 500 litres including ball brass valve, high pressure with polythene float and flynut screwed for 20 mm dia GI pipe, 25mm bore GI washout pipe 15 cm long fitted with check nut, 20mm bore over flow pipe 1.50 metre long fitted with brass anti-mosquito nest coupling at the end of over flow pipe & 15mm bore GI air vent pipe 1.30 metre long fitted with tee at the end of air vent pipe (All GI pipes shall be medium grade) complete all as specified and directed by Engineer-in-Charge.
3
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S&F in repair 15 mm bore bib tap, cast copper alloy chromium plated with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule complete all as specified and directed by Engineer-in-charge.
25
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S&F in replacement Ball brass valve, high pressure, with polythene float and flynut complete, screwed for iron pipe 20mm bore or brass ferrule and fixed complete all as specified and directed by Engineer-in-Charge.
12
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S&F in repair 15mm bore angle valve, cast copper alloy, chromium plated, screwed down, high pressure with crutch or butterfly handle screwed both ends for iron pipe or for unions complete all as specified and directed by Engineer-in-charge.
20
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S&F in repair 15mm dia stop cock cast copper alloy, fancy type with, chromium plated long shank and cup (concealed type) with crutch or butterfly handle screwed down high pressure, screwed both ends for iron pipe complete all as specified & directed by Engineer-in-charge.
5
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S&F in repair vitreous china wash basin white, flat back of size 550x400mm including including a pair of cast iron brackets embedded in PCC 1:3:6 type C-1 blocks of size 10 x 7.5 x15 cm with & including 32 mm dia PVC waste pipe, 32mm dia PTMT waste coupling half or full thread (minimum wt 45 grms) flange end bedded in red lead cement & other end fixed to waste pipe and including brass chromium plated fancy type pillar tap, screwed suitable for iron pipes of 15mm bore complete all as specified and directed by Engineer-in-Charge.
2
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S&F in repair vitreous china squatting pan Orissa pattern, white of size 580x440mm with integral foot rests (excluding flushing cistern and flush pipe) including cast iron 'P' or 'S' trap, PCC filling and connection to trap and flushing pipe, antisyphonage pipe etc complete all as specified and directed by Engineer-in-charge.
1
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S&F in repair 10 litre capacity PVC valveless symphonic action type low level flushing cistern (ISI marked) including 32 mm dia PVC flush pipe connected to water closet with inlet, ball valve, float and handle complete all as specified and directed by Engineer-in-charge.
3
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S&F in repair vitreous china half stall type, flat back urinal of size 390 x 375 x 590mm, white including providing & fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinal to plugs with & including 60 mm long brass screws, pointing around urinal back in cement, with & including PTMT grating and union for discharge pipe including waste pipe of polythelene of low or high density or PVC 32mm dia complete all as specified and directed by Engineer-in-charge.
2
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S&F in repair 600mm x 450mm beveled edge looking mirror of selected quality glass not less than 5.5mm thick, mounted on 6mm thick commercial plywood including PVC moulded framing and fixed to wooden plugs with chromium plated brass screws and cup washers complete all as specified and directed by Engineer-in-charge.
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Note :- A sum of Rs. 50895/- will be deducted on account of credit for dismantled/ demolished / taken down material. Please refer details on Srl Page No. 25 & 26 (Schedule of Credit) of Tender documents.
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